W912QR-41942044_Plans-0000.pdf

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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05 August 2024

W912QR-41942044

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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1,�1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED ,, •• 11 ., ... ,, ,, " p OTHERWISE. I I. I I

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2. SITE SURVEY WAS COMPLETED APRIL 2024. THE COORDINATE SYSTEM USED � FOR THE PROJECT SURVEY IS NAD83, OHIO STATE PLANE, SOUTH ZONE, us Army Corps � SURVEY FOOT, IN-EF83. VERTICAL DATUM IS NAVD88. of Engineers® 0

3. IMAGERY SOURCE FROM GOOGLE MAPS SATELLITE IMAGERY. IMAGERY DATE tu

12 JULY 2018. �

4. SEE COORDINATES FOR CONTRACTOR WORK LIMITS (CWL) ON DEMOLITION

SHEETS CS101-106.

5. CONTRACTOR TO USE CONTROL SHOWN AND CONTROL MUST BE VERIFIED

PRIOR TO CONSTRUCTION.

LEGEND

---SD---

- 794 -

CONTROL POINT LOCATION

EXISTING STORM SEWER PIPE

EXISTING CONTOURS

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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N. 722,133.73 E. 1,858,907.79

ELEV. 795.10

#5 REBAR USAGE CAP

USAGE - STATUS SET

EXISTING PARKING

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ELEV. 795.95 '9

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GENERAL SHEET NOTES

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET, UNLESS INDICATED

OTHERWISE.

2. SITE SURVEY WAS COMPLETED APRIL 2024. THE COORDINATE SYSTEM USED

FOR THE PROJECT SURVEY IS NAD83, OHIO STATE PLANE, SOUTH ZONE,

SURVEY FOOT, IN-EF83. VERTICAL DATUM IS NAVD88.

3. IMAGERY SOURCE FROM GOOGLE MAPS SATELLITE IMAGERY. IMAGERY DATE

12 JULY 2018.

4. SEE COORDINATES FOR CONTRACTOR WORK LIMITS (CWL) ON DEMOLITION

SHEETS CS101-106.

5. CONTRACTOR TO USE CONTROL SHOWN AND CONTROL MUST BE VERIFIED

PRIOR TO CONSTRUCTION.

LEGEND

CONTROL POINT LOCATION

--SD-- EXISTING STORM SEWER PIPE

- - 794 - - EXISTING CONTOURS

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 7,---�----------------------------------.._ ______ _._ _______ ,._ ______ ..... _____________________ � __ ...., __ ....;.;.... __ ..,_ __ � __ ___.._ __ :.;... __ ..1., __ �:._--.1....--�----+--...... .:....--..... --�---l---.,;:..--�--�i---..... -::::::::::::��

GENERAL SHEET NOTES ..

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EXISTING PARKING

EXISTING PARKING

CS106

OVERALL DIAGRAMMATIC SITE PLAN

BASIN 4-

BID OPTION 003

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1. CONTRACTOR TO COORDINATE SITE CONSTRUCTION

ACTIVITIES WITH CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND BASE PERSONNEL TO

ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE

WITH BASE ACTIVITIES OR OTHER CONSTRUCTION

ACTIVITIES.

2.

3.

4.

5.

6.

ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

BASE BID DETENTION BASIN DETAILS ARE LOCATED ON

SHEET CS501.

BID OPTION 001 DETENTION BASIN DETAILS ARE

LOCATED ON SHEET CS502.

CONTRACTOR IS TO REMOVE 8 INCHES OF TOPSOIL

FROM THE BASIN FLOOR FOR THE ENTIRETY OF THE

INVERT OF THE BASIN. OVER-EXCAVATION WILL OCCUR

IN POOLING AREAS DENOTED ON THE PLAN AND

DETAILS .

NEW TREE AND GROUND COVER PLANTINGS ARE TO BE

PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH

SPECIFICATION SECTION 01 02 10.00 06.

7. PRIOR TO START OF WORK, CONTRACTOR TO OBTAIN

DSCC DIG PERMIT AND ANY OTHER PRE-CONSTRUCTION

PERMIT.

8. CONTRACTOR TO DISPOSE OF EXCESS SOIL MATERIALS

AS SHOWN ON THE CONTRACTOR HAUL ROUTE. SEE

SHEET G-003.

9. THE PLAN SHOWN IS CONCEPTUAL. IN ACCORDANCE

WITH SPECIFICATION SECTION 01 02 10.00 06,

CONTRACTOR TO EXPAND, MODIFY, ADJUST AND FULLY

DEVELOP THE FINAL DETAILED SITE PLAN.

10. TREE REMOVAL MUST OCCUR BETWEEN OCTOBER

1-MARCH 31 DUE TO POTENTIAL BAT HABITAT.

LEGEND

---••--- CONTRACTOR WORK LIMITS

I j • , � I

�CJJ

PROVIDE CONCRETE PAVED SIDEWALKS. SEE DETAIL J11. SHEET

CS503.

PROVIDE CONSTRUCTION ENTRANCE. SEE DETAIL A 11. SHEET

CS503.

f � + � + �I SHALLOW MARSH, SEE BASIN DETAIL AS NOTED.

DEEP MARSH, SEE BASIN DETAIL AS NOTED.

CONTRACTOR TO DEMOLISH EXISTING BRADFORD PEAR (BP)

TREES. CONTRACTOR TO PROVIDE NEW TREES ONCE SITE IS

STABILIZED. NEW TREES MUST BE 4"'-6" RIVER BIRCH.

----- CURB DEMOLITION. CONTRACTOR TO PROVIDE NEW

CURB TO MATCH EXISTING ONCE SITE IS STABILIZED.

PROVIDE TREE PROTECTION TO MARKED TREES

AROUND DEMOLITION AREA. SEE DETAIL J1, SHEET

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A1 - -- - ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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BID OPTION 002

6"0THER

IRRIGATION +------r·

VALVE :

CB 10604 30" HOPE�--- ______________________ if

24" SQUARE INV EL. 788.88

RIM EL. 793. 73

4"0THER

3"0THER

3"0THER

DIAGRAMMATIC SITE PLAN

SCALE: 1" = 20'

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N: 721977.0373 E: 1858681.4920

796. i6

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3" OTHER

N: 721769.6816 E: 1858699.0977

11 12

CB 10600

24"SQUARE

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INV EL. 788.77

N: 72199 1.2450 E: 185881f.4405

LIGHT

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POLE

N: 721995.4833 E: 1858905.1268

N: 722001.60'5��rS'FD E: 185886' .7658

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795 17

N: 721786.2672 E: 1858897.7380

N: 721777.4267 E: 1858898.4761

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17 18 19 20

GENERAL SHEET NOTES

1. CONTRACTOR TO COORDINATE SITE CONSTRUCTION

ACTIVITIES WITH CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND BASE PERSONNEL TO

ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE

WITH BASE ACTIVITIES OR OTHER CONSTRUCTION

ACTIVITIES.

2. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

3. BASE BID DETENTION BASIN DETAILS ARE LOCATED ON

SHEET CS501.

4. BID OPTION 001 DETENTION BASIN DETAILS ARE

LOCATED ON SHEET CS502.

5. CONTRACTOR IS TO REMOVE 8 INCHES OF TOPSOIL

FROM THE BASIN FLOOR FOR THE ENTIRETY OF THE

INVERT OF THE BASIN. OVER-EXCAVATION WILL OCCUR

IN POOLING AREAS DENOTED ON THE PLAN AND

DETAILS.

6. NEW TREE AND GROUND COVER PLANTINGS ARE TO BE

PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH

SPECIFICATION SECTION 01 02 10.00 06.

7. PRIOR TO START OF WORK, CONTRACTOR TO OBTAIN

DSCC DIG PERMIT AND ANY OTHER PRE-CONSTRUCTION

PERMIT.

8. CONTRACTOR TO DISPOSE OF EXCESS SOIL MATERIALS

AS SHOWN ON THE CONTRACTOR HAUL ROUTE. SEE

SHEET G-003.

9. THE PLAN SHOWN IS CONCEPTUAL. IN ACCORDANCE

WITH SPECIFICATION SECTION 01 02 10.00 06,

CONTRACTOR TO EXPAND, MODIFY, ADJUST AND FULLY

DEVELOP THE FINAL DETAILED SITE PLAN.

10. TREE REMOVAL MUST OCCUR BETWEEN OCTOBER

1-MARCH 31 DUE TO POTENTIAL BAT HABITAT.

0 SHEET KEYNOTES

1. CONTRACTOR TO USE THIS PARKING LOT AREA TO

STAGE EQUIPMENT.

2. CONTRACTOR TO EXCAVATE EXISTING MATERIALS

WITHIN BASIN 1 TO CREATE MICRO POOLS, SEE SHEET

CS501, DETAIL A1.

3. CONTRACTOR TO EXCAVATE EXISTING MATERIALS

WITHIN BASIN 2 TO CREATE MICRO POOLS, SEE SHEET

CS501, DETAIL A1.

4. BID OPTION: DEMOLISH EXISTING CONCRETE CURB AND

CONCRETE SIDEWALK TO WIDTH OF CONSTRUCTION

ENTRANCE AND 10 FEET ON BOTH SIDES. CONTRACTOR

TO PROVIDE SIDEWALK ONCE CONSTRUCTION

ENTRANCE IS NO LONGER OF USE.

5. BID OPTION: CONTRACTOR TO EXCAVATE EXISTING

MATERIALS WITHIN BASIN 3 TO CREATE MICRO POOLS,

SEE DETAIL A1, SHEET CS502.

6. BID OPTION: CONTRACTOR TO EXCAVATE EXISTING

MATERIALS WITHIN BASIN 4 TO CREATE MICRO POOLS,

SEE DETAIL A1, SHEET CS502.

7. BID OPTION REMOVE TREES DURING CONSTRUCTION

AND PROVIDE ONCE CONSTRUCTION ENTRANCE IS NOT

NECESSARY TO ENTER BASIN, PROVIDE AS SHOWN IN

DETAIL A 1, SHEET CS503.

8. PROVIDE PIPE OUTLET PROTECTION .

LEGEND

---••--- CONTRACTOR WORK LIMITS

I j , • : I

�CJ

PROVIDE CONCRETE PAVED SIDEWALKS. SEE DETAIL J11, SHEET

CS503.

PROVIDE CONSTRUCTION ENTRANCE. SEE DETAIL A11, SHEET

CS503.

f � + � + �I SHALLOW MARSH, SEE BASIN DETAIL AS NOTED.

DEEP MARSH, SEE BASIN DETAIL AS NOTED.

CONTRACTOR TO DEMOLISH EXISTING BRADFORD PEAR (BP)

TREES. CONTRACTOR TO PROVIDE NEW TREES ONCE SITE IS

STABILIZED. NEW TREES MUST BE 4"-6" RIVER BIRCH.

----- CURB DEMOLITION, CONTRACTOR TO PROVIDE NEW

CURB TO MATCH EXISTING ONCE SITE IS STABILIZED.

m US Army Corps of Engineers ®

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PROVIDE TREE PROTECTION TO MARKED TREES u_ AROUND DEMOLITION AREA. SEE DETAIL J1, SHEET

CS503.

cs 1 05 �

�� PROVIDE RIP RAP OUTLET PROTECTION W

---L-------------------------------------------------------�LJQU=�----------_J-====.JO ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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CB 10618

24"SQUARE

RIM EL. 793.8130" HOPE

INV EL. 788.90

DIAGRAMMATIC SITE PLAN

SCALE: 1" = 20'

4 5 6 7

D

2"OTHER

3"OTHE 1

J

5" OTHER�

6"X6" ELECTRIC

HAND HOLE [fJ

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BID OPTION 003

4"OTHER

4"OTHE

3" OTHER I,

2"OTHER

8 9

N: 721247.8779 E: 1858752.5533

BLDG 21-A

11 12

CB 10621

24"SQUARE

��H1)1>t93.90

/NV EL. 787.63

N: 721255.7431 E: 1858875.8196

N: 721037.0210 E: 1858894.1667

N: 721046.7551 E: 1858892.9767

14 15 16

EX. FIRE

HYDRANT

WATER---,1

VALVE

N: 721260.1126 E: 1858926.1441 N: 721262.7179 E: 1858965.443

5"OT R

797.10

N: 721044.0596 E: 1858978.0297

95.23

795.86• • p N

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17 18 19 20

GENERAL SHEET NOTES

1. CONTRACTOR TO COORDINATE SITE CONSTRUCTION

ACTIVITIES WITH CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND BASE PERSONNEL TO

ENSURE CONSTRUCTION ACTIVITIES DO NOT INTERFERE

WITH BASE ACTIVITIES OR OTHER CONSTRUCTION

ACTIVITIES.

2. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE .

3. BASE BID DETENTION BASIN DETAILS ARE LOCATED ON

SHEET CS501.

4. BID OPTION 001 DETENTION BASIN DETAILS ARE

LOCATED ON SHEET CS502.

5. CONTRACTOR IS TO REMOVE 8 INCHES OF TOPSOIL

FROM THE BASIN FLOOR FOR THE ENTIRETY OF THE

INVERT OF THE BASIN. OVER-EXCAVATION WILL OCCUR

IN POOLING AREAS DENOTED ON THE PLAN AND

DETAILS.

6. NEW TREE AND GROUND COVER PLANTINGS ARE TO BE

PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH

SPECIFICATION SECTION 01 02 10.00 06.

7. PRIOR TO START OF WORK, CONTRACTOR TO OBTAIN

DSCC DIG PERMIT AND ANY OTHER PRE-CONSTRUCTION

PERMIT.

8. CONTRACTOR TO DISPOSE OF EXCESS SOIL MATERIALS

AS SHOWN ON THE CONTRACTOR HAUL ROUTE. SEE

SHEET G-003.

9. THE PLAN SHOWN IS CONCEPTUAL. IN ACCORDANCE

WITH SPECIFICATION SECTION 01 02 10.00 06,

CONTRACTOR TO EXPAND, MODIFY, ADJUST AND FULLY

DEVELOP THE FINAL DETAILED SITE PLAN .

10. TREE REMOVAL MUST OCCUR BETWEEN OCTOBER

1-MARCH 31 DUE TO POTENTIAL BAT HABITAT.

0 SHEET KEYNOTES

1. CONTRACTOR TO USE THIS PARKING LOT AREA TO

STAGE EQUIPMENT.

2. CONTRACTOR TO EXCAVATE EXISTING MATERIALS

WITHIN BASIN 1 TO CREATE MICRO POOLS, SEE SHEET

CS501, DETAIL A1.

3. CONTRACTOR TO EXCAVATE EXISTING MATERIALS

WITHIN BASIN 2 TO CREATE MICRO POOLS, SEE SHEET

CS501, DETAIL A1.

4. BID OPTION: DEMOLISH EXISTING CONCRETE CURB AND

CONCRETE SIDEWALK TO WIDTH OF CONSTRUCTION

ENTRANCE AND 10 FEET ON BOTH SIDES. CONTRACTOR

TO PROVIDE SIDEWALK ONCE CONSTRUCTION

ENTRANCE IS NO LONGER OF USE.

5. BID OPTION: CONTRACTOR TO EXCAVATE EXISTING

MATERIALS WITHIN BASIN 3 TO CREATE MICRO POOLS,

SEE DETAIL A1, SHEET CS502 .

6. BID OPTION: CONTRACTOR TO EXCAVATE EXISTING

MATERIALS WITHIN BASIN 4 TO CREATE MICRO POOLS,

SEE DETAIL A1, SHEET CS502.

7. BID OPTION REMOVE TREES DURING CONSTRUCTION

AND PROVIDE ONCE CONSTRUCTION ENTRANCE IS NOT

NECESSARY TO ENTER BASIN, PROVIDE AS SHOWN IN

DETAIL A 1, SHEET CS503.

8. PROVIDE PIPE OUTLET PROTECTION.

LEGEND

---••--- CONTRACTOR WORK LIMITS

I j , • : I

�CJ

PROVIDE CONCRETE PAVED SIDEWALKS. SEE DETAIL J11, SHEET

CS503.

PROVIDE CONSTRUCTION ENTRANCE. SEE DETAIL A11, SHEET

CS503.

SHALLOW MARSH, SEE BASIN DETAIL AS NOTED.

DEEP MARSH, SEE BASIN DETAIL AS NOTED.

CONTRACTOR TO DEMOLISH EXISTING BRADFORD PEAR (BP)

TREES. CONTRACTOR TO PROVIDE NEW TREES ONCE SITE IS

STABILIZED. NEW TREES MUST BE 4"-6" RIVER BIRCH.

----- CURB DEMOLITION, CONTRACTOR TO PROVIDE NEW

CURB TO MATCH EXISTING ONCE SITE IS STABILIZED.

m US Army Corps of Engineers ®

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---L-------------------------------------------------------�LJQU=�----------_J-====.JO ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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EXISTING

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FLUSH MOUNT HIGH CAPACITY METAL

GRATE WITH HD CENTER HINGE

STRUCTURE OPENINGS, WEIRS, AND---

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PRECAST CONCRETE STRUCTURE WITH-..,.

ADEQUATE SUBGRADE SUBBASE, FOOTING, AND

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A

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Flow

EXISTING

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SS OR GALVE GATE ROD AND

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WATER QUALITY WEIR

PER HYDRAULIC DESIGN

EXISTING

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Flow

SECTION 'B-B' SECTION 'A-A' ......__ CONNECT NEW OUTLET STRUCTURE

TO EXISTING CONCRETE OUTLET

PIPE

NOTES:

1. DESIGN, FEATURES, COMPONENTS, STRUCTURES, MATERIALS, AND CONSTRUCTION MUST

CONFORM TO SPECIFICATION SECTION 010210.00 06 PROJECT DESCRIPTION AND DESIGN

REQUIREMENTS.

2. WETLAND DETAILS HERE ARE CONCEPTUAL, REPRESENTING A SIMILAR APPROACH FOR

EACH OF THE FOUR BASINS TO BE CONVERTED. DEVELOP AN ACTUAL COMPLETE DESIGN

WITH SUFFICIENT ILLUSTRATION AND DETAILING FOR EACH UNIQUE WETLAND BASIN.

PROVIDE CROSS SECTIONS, PROFILES, ELEVATIONS, DIMENSIONS, AND OUTLET

STRUCTURE DETAILS AT A MINIMUM FOR EACH CONSTRUCTED WETLAND.

OUTLET STRUCTURE

NOTTO SCALE

v 100-YEAR WATER SURFACE ELEV. S7

OUTLET STRUCTURE --==---------J�---l��:::::!t..--,ACCESS---- ln;,W,r

BENCH

EXISTING OUTLET PIPE

DETENTION BASIN 1 AND 2 BASE BID - CONVERSION TO ADAPTED WETLANDS

SCALE: NTS

Outflow

MICROPOOL-�

PERMANENT

POOL (Vpp) v 10-YEAR WATER SURFACE ELEV. S7 v 2-YEAR WATER SURFACE ELEV. S7

V WATER QUALITY VOLUME (WQv)

TEMPORARY

INUNDATION

WETLAND PROFILE

NOT TO SCALE

Inflow

� -FOREBAY

GABION WALL

DEEP MARSH

18 19

......_-EXISTING OUTLETS

FROM PARKING/

OFFSITE AREA

......____ SHALLOW MARSH

US Army Corps of Engineers ®

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